Plan Review Details - Permit 17090202
Plan Review Stops For Permit 17090202
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2018-01-10 Cont ID  
Sent By jwitmer Date 2018-01-10 Time 14:35 Rev Time 0.00
Received By jwitmer Date 2018-01-10 Time 06:45 Sent To  
Notes
2018-01-10 14:35:282014 FBC- BUILDING PLAN REVIEW
 W. P. B. PERMIT: 17090202
 ADD: 1422 OKEECHOBEE RD.
 CONT: CEDARS ELECTRO-MECHANICAL, INC.
 TEL: 561-588-4088 IBRAHIM CHALHOUB
 E-MAIL: [email protected]
  
 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
  
 2014 EXISTING BUILDING CODE LEVEL II 701.3 COMPLIANCE.
 ALL NEW CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND
 SPACES SHALL COMPLY WITH THE REQUIREMENTS OF THE
 FLORIDA BUILDING CODE, BUILDING.
  
 2ND REVIEW
 DATE: WED. JAN. 10/2018
 ACTION: DENIED
  
 1) COMPLIED.
  
 2) 2ND REQUEST. THE SUBMITTED REPORT HAS PHOTO-COPIED
 SIGNATURES, SIGNATURES ARE PIXILATED.
 61G15-23.002(2)(B) FL. ADMIN. CODE.
  
 2014 FBC-B 1803.5.2 QUESTIONABLE SOIL. PLEASE PROVIDE A
 SOILS REPORT FOR THE LOAD BEARING CAPACITY OF THE SOIL.
 WHERE THE CLASSIFICATION, STRENGTH OR COMPRESSIBILITY
 OF THE SOIL IS IN DOUBT OR WHERE A LOAD-BEARING VALUE
 SUPERIOR TO THAT SPECIFIED IN THIS CODE IS CLAIMED, THE
 BUILDING OFFICIAL SHALL BE PERMITTED TO REQUIRE THAT A
 GEOTECHNICAL INVESTIGATION BE CONDUCTED.
  
 3) THE COVERSHEET:
 3A) COMPLIED.
  
 3B) SEMI-COMPLIED COMMENT C3 NEEDS TO BE COMPLIED WITH
 FIRST. THE PLANS INDICATE THIS BUILDING IS A S2
 OCCUPANCY. THE COVERSHEET LIST THE S2 OCCUPANCY OF 9906
 SQ. FT. AND THE BUSINESS OCCUPANCY 1400 SQ. FT. A TOTAL
 OF 11,306 SQ. FT. THE BUSINESS OCCUPANCY BEING 1400 SQ.
 FT. IS 0.12 % OR OVER 10% BUILDING AREA MAKING THE
 BUILDING A MIXED USE BUILDING, SEE FBC-B 508.2.1.
  
 3C) 2ND REQUEST. THE PLANS INDICATE THE OCCUPANCY
 SEPARATION WALL (FIRE BARRIER WALL) TO COMPLY WITH NFPA
 88A FIRE PARTITION.
 SEE 2014 FBC-B 707.3.9 SEPARATED OCCUPANCIES. WHERE THE
 PROVISIONS OF SECTION 508.4 ARE APPLICABLE, THE FIRE
 BARRIER SEPARATING MIXED OCCUPANCIES SHALL HAVE A
 FIRE-RESISTANCE RATING OF NOT LESS THAN THAT INDICATED
 IN TABLE 508.4 BASED ON THE OCCUPANCIES BEING
 SEPARATED.
 TABLE 707.3.10 WOULD REQUIRE A 2 HOUR FIRE BARRIER WITH
 A 1 HOUR REDUCTION WITH FIRE SPRINKLERS.
  
 1ST ROUND OF COMMENTS. PLEASE SEE TABLE 508.4 OCCUPANCY
 SEPARATION, PLEASE DECLARE THE OCCUPANCY SEPARATION,
 AND IF TAKING THE REDUCTION IN HOURS FOR A FIRE
 SPRINKLERED BUILDING.
  
 3D) SEMI-COMPLIED. 2014 FBC-B 508.3.3 SEPARATION. TRUE
 SHEET 1.1 SHOWS I1 HOUR SEPARATION WITH A FIRE BARRIER
 WALL. TABLE508.3 & TABLE 707.3.10. BUT THE FLOOR PLAN
 SHEET 3.0 LIST THE SAME WALL AS A FIRE PARTITION
 (SECTION 708), NOT A FIRE BARRIER (SECTION 709).
  
  
 3E) 2ND REQUEST. THE COVERSHEET INDICATES THIS BUILDING
 TO BE FIRE SPRINKLERED. THERE IS NO FIRE SPRINKLER
 CALCULATIONS NOR PLANS IN THIS REVIEW CYCLE.
 107.3.5 MINIMUM PLAN REVIEW CRITERIA FOR BUILDINGS.
 107.3.5.1.1 COMMERCIAL BUILDINGS/ BUILDING REVIEW:
 FIRE SUPPRESSION SYSTEMS SHALL INCLUDE:
 SCHEMATIC FIRE SPRINKLERS
 STANDPIPES
 PRE-ENGINEERED SYSTEMS
 RISER DIAGRAM
 W. P. B. ADMINISTRATIVE CODE105.3.1.2(2) FIRE SPRINKLER
 DOCUMENTS FOR ANY NEW BUILDING OR ADDITION WHICH
 INCLUDES A FIRE SPRINKLER SYSTEM WHICH CONTAINS 50 OR
 MORE SPRINKLER HEADS. A CONTRACTOR I, CONTRACTOR II OR
 CONTRACTOR IV, CERTIFIED UNDER SECTION 633.521, FLORIDA
 STATUTES, MAY DESIGN A FIRE
 SPRINKLER SYSTEM OF 49 OR FEWER HEADS AND MAY DESIGN
 THE ALTERATION OF AN EXISTING FIRE SPRINKLER SYSTEM IF
 THE ALTERATION CONSISTS OF THE RELOCATION, ADDITION OR
 DELETION OF NOT MORE THAN 49 HEADS, NOTWITHSTANDING THE
 SIZE OF THE EXISTING FIRE SPRINKLER SYSTEM.
  
 3F) COMPLIED. STRUCTURAL STEEL FRAMING PLANS.
  
 3G) SEMI-COMPLIED. 2014 FBC-B 1609.1.2 PROTECTION OF
 OPENINGS, 1609.6.4.4.1 COMPONENTS & CLADDING. FLORIDA
 DEPARTMENT OF COMMUNITY AFFAIRS, ADMINISTRATIVE CODE
 61G20-3.005, RULE 9N-3 NOV. 01/ 2010 (31) SUB-CATEGORY
 OF PRODUCTS OR CONSTRUCTION SYSTEMS THAT WILL REQUIRE
 PRODUCT APPROVALS:
  
 (31)(B) WINDOWS SUBMITTED FL 14218-R8 SHEET 3 OF 17
 GLAZING DETAIL A CIRCLED NOTE THIS IS A SMALL MISSILE
 IMPACT SHEET, WINDOWS ARE LESS THAN 30 FEET ABOVE
 GRADE. THEY NEED TO BE LARGE MISSILE IMPACT RESISTANT
 RATED.
  
 (D) ROOF TOP CURBS SUBMITTED FL 16-0219.01 SEE
 TECHNICAL SHEET 5 OF 5. RESTRAINT BRACKET QUANTITY IS
 DETERMINED BY PROJECT SPECIFIC CALCULATIONS, PERFORMED
 BY A FLORIDA LICENSED PE OR FLORIDA REGISTERED
 ARCHITECT THAT CONSIDER THE UNIQUE COMBINATION OF THE
 UNIT SIZE AND APPLICABLE LATERAL AND UPLIFT PRESSURES
 FOR EACH JOB. PLEASE PROVIDE CALCULATION FOR HOW MANY
 BRACKETS WILL BE NEEDED FOR EACH TYPE OF UNIT.
  
 3H)SEMI-COMPLIED , FLORIDA APPROVAL 14218-R8 NEEDS TO
 BE CORRECTED,
 IDENTIFY GLAZING/ MULLIONS. PLEASE IDENTIFY ON THE
 PRODUCT APPROVAL BEFORE SUBMITTING TO DESIGNER OF
 RECORD AND BEFORE SUBMISSION TO THE BUILDING
 DEPARTMENT. FOR ALL PRODUCTS WITH GLAZING, PLEASE
 IDENTIFY THE OPENING WIDTH & HEIGHT, TYPE OF GLAZING,
 MULLION INFORMATION IF REQUIRED, ATTACHMENTS AND
 ASSOCIATE PRESSURES FOR EACH OPENING SIZE. 2014 FBC-B
 1405.13.1 INSTALLATION. WINDOWS AND DOORS SHALL BE
 INSTALLED IN ACCORDANCE WITH APPROVED MANUFACTURERS
 INSTRUCTIONS. FASTENER SIZE AND SPACING SHALL BE
 PROVIDED IN SUCH INSTRUCTIONS AND SHALL BE CALCULATED
 BASED ON MAXIMUM LOADS AND SPACING USED IN THE TESTS.
  
 4) COMPLIED. ACCESSIBLE SHOWER.
  
 5-6) COMPLIED.
 .
 7) SHEET A3.1 FBC-B 406.8.6 AUTOMATIC SPRINKLER SYSTEM.
 A REPAIR GARAGE SHALL BE EQUIPPED WITH AN AUTOMATIC
 SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 903.2.9.1.
  
 8) BEFORE A PERMIT TO CONSTRUCT, MAY BE ISSUED, IMPACT
 FEES MUST BE PAID TO PALM BEACH COUNTY. THE ACTUAL
 PERMIT SET OF PLANS MUST BE STAMPED BY THAT OFFICE, AND
 A COPY OF THE PAID RECEIPT ATTACHED TO THE PERMIT
 APPLICATION. PLEASE CALL (561)233-5025 FOR MORE
 INFORMATION.
  
 9) WHEN RESUBMITTING PLANS PLEASE INDICATE THE REVISION
 & REMOVE ANY VOIDED SHEETS & REPLACE ANY PAGES AS
 NECESSARY, COLLATE AND STAPLE INTO SETS OF PLANS. A
 TRANSMITTAL LETTER LISTING THE ORIGINAL REVIEW COMMENT
 NUMBER, WITH A DESCRIPTION OF THE REVISION MADE,
 IDENTIFYING THE SHEET OR SPECIFICATION PAGE WHERE THE
 CHANGES CAN BE FOUND WILL HELP TO EXPEDITE YOUR PERMIT.
 THANK YOU FOR YOUR ANTICIPATED COOPERATION.
  
 THIS REVIEW CYCLE A THOROUGH REVIEW COULD NOT BE
 COMPLETED AND ADDITIONAL AND OR NEW COMMENTS MAY OCCUR
 ON SUBSEQUENT REVIEWS.
  
  
 JAMES A. WITMER BN, PX, CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 CONSTRUCTION SERVICES DIVISION / DEVELOPMENT SERVICES
 DEPARTMENT
 401 CLEMATIS ST.
 WEST PALM BEACH. FL 33402
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
2018-01-10 08:29:23EXIST. BLDG.
 ALT: V-B
 OCC.: B
 FULLY SPRINKLERED
 SQ. FT. 1,400
 OCC. LOAD 14
 1 RESTROOM
  
 ADDITION:
 II-B
 OCC:S-2
 FULLY SPRINKLERED
 SQ. FT. 9,906
 OCC. LOAD 33
 2 RESTROOM
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2017-10-03 Cont ID  
Sent By jwitmer Date 2017-10-03 Time 11:35 Rev Time 0.00
Received By jwitmer Date 2017-10-02 Time 13:40 Sent To  
Notes
2017-10-03 11:35:082014 FBC- BUILDING PLAN REVIEW
 W. P. B. PERMIT: 17090202
 ADD: 1422 OKEECHOBEE RD.
 CONT: CEDARS ELECTRO-MECHANICAL, INC.
 TEL: 561-588-4088 IBRAHIM CHALHOUB
 E-MAIL: [email protected]
  
 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
  
 2014 EXISTING BUILDING CODE LEVEL II 701.3 COMPLIANCE.
 ALL NEW CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND
 SPACES SHALL COMPLY WITH THE REQUIREMENTS OF THE
 FLORIDA BUILDING CODE, BUILDING.
  
 1ST REVIEW
 DATE: TUES. OCT. 03/2017
 ACTION: DENIED
  
 1) PLEASE PROVIDE A SURVEY WITH THE LOCATION OF THE
 EXISTING BUILDING AND NEW PROPOSED ADDITION AND PROVIDE
 THE DISTANCES TO THE PROPERTY LINE. THE COVERSHEET
 STATES THE FIRE RESISTANCE REQUIREMENTS PER FBC-B TABLE
 601. A SURVEY WILL PROVIDE THE DISTANCE FROM THE
 BUILDING AND WHAT THE FIRE RESISTANCE RATING FOR
 EXTERIOR WALLS BASED ON THE FIRE SEPARATION DISTANCE
 PER TABLE 602 OF THE 2014 FBC-B.
  
 2) 2014 FBC-B 1803.5.2 QUESTIONABLE SOIL. PLEASE
 PROVIDE A SOILS REPORT FOR THE LOAD BEARING CAPACITY OF
 THE SOIL. WHERE THE CLASSIFICATION, STRENGTH OR
 COMPRESSIBILITY OF THE SOIL IS IN DOUBT OR WHERE A
 LOAD-BEARING VALUE SUPERIOR TO THAT SPECIFIED IN THIS
 CODE IS CLAIMED, THE BUILDING OFFICIAL SHALL BE
 PERMITTED TO REQUIRE THAT A GEOTECHNICAL INVESTIGATION
 BE CONDUCTED.
  
 3) THE COVERSHEET:
 3A) THE COVERSHEET INDICATES THE COMPLIANCE WITH THE
 2014 EXISTING BUILDING CODE FOR THE NEW ADDITION
 COMPLIANCE WILL NEED TO BE MET IN CHAPTER 11, FOR THE
 EXISTING BUILDING PLEASE PROVIDE WHAT LEVEL ALTERATION
 OR PROVIDE OTHER DESIGN CRITERIA.
 2014 EXISTING BUILDING CODE 301.1. APPLICATION OF A
 METHOD SHALL BE THE SOLE BASIS FOR ASSESSING THE
 COMPLIANCE OF WORK PERFORMED UNDER A SINGLE PERMIT
 UNLESS OTHERWISE APPROVED BY THE CODE OFFICIAL.
 SECTIONS 301.1.1 THROUGH 301.1.3
  
 3B) THE PLANS INDICATE THIS BUILDING IS A S2 OCCUPANCY.
 THE COVERSHEET LIST THE S2 OCCUPANCY OF 9906 SQ. FT.
 AND THE BUSINESS OCCUPANCY 1400 SQ. FT. A TOTAL OF
 11,306 SQ. FT. THE BUSINESS OCCUPANCY BEING 1400 SQ.
 FT. IS 0.12 % OR OVER 10% BUILDING AREA MAKING THE
 BUILDING A MIXED USE BUILDING, SEE FBC-B 508.2.1.
  
 3C) PLEASE SEE TABLE 508.4 OCCUPANCY SEPARATION, PLEASE
 DECLARE THE OCCUPANCY SEPARATION, AND IF TAKING THE
 REDUCTION IN HOURS FOR A FIRE SPRINKLERED BUILDING.
  
 3D) PLEASE ALSO REVIEW AND DECLARE:
 2014 FBC-B 508.3 NONSEPARATED OCCUPANCIES.
 2014 FBC-B 508.3.3 SEPARATION.
  
 3E) THE COVERSHEET INDICATES THIS BUILDING TO BE FIRE
 SPRINKLERED. THERE IS NO FIRE SPRINKLER CALCULATIONS
 NOR PLANS IN THIS REVIEW CYCLE.
 107.3.5 MINIMUM PLAN REVIEW CRITERIA FOR BUILDINGS.
 107.3.5.1.1 COMMERCIAL BUILDINGS/ BUILDING REVIEW:
 FIRE SUPPRESSION SYSTEMS SHALL INCLUDE:
 SCHEMATIC FIRE SPRINKLERS
 STANDPIPES
 PRE-ENGINEERED SYSTEMS
 RISER DIAGRAM
 W. P. B. ADMINISTRATIVE CODE105.3.1.2(2) FIRE SPRINKLER
 DOCUMENTS FOR ANY NEW BUILDING OR ADDITION WHICH
 INCLUDES A FIRE SPRINKLER SYSTEM WHICH CONTAINS 50 OR
 MORE SPRINKLER HEADS. A CONTRACTOR I, CONTRACTOR II OR
 CONTRACTOR IV, CERTIFIED UNDER SECTION 633.521, FLORIDA
 STATUTES, MAY DESIGN A FIRE
 SPRINKLER SYSTEM OF 49 OR FEWER HEADS AND MAY DESIGN
 THE ALTERATION OF AN EXISTING FIRE SPRINKLER SYSTEM IF
 THE ALTERATION CONSISTS OF THE RELOCATION, ADDITION OR
 DELETION OF NOT MORE THAN 49 HEADS, NOTWITHSTANDING THE
 SIZE OF THE EXISTING FIRE SPRINKLER SYSTEM.
  
 3F) 107.3.5 MINIMUM PLAN REVIEW CRITERIA FOR BUILDINGS.
 107.3.5.1.1 COMMERCIAL BUILDINGS/ BUILDING REVIEW:
 8. STRUCTURAL REQUIREMENTS SHALL INCLUDE:
 BUILDING ENVELOPE
 STRUCTURAL CALCULATIONS (IF REQUIRED)
 WALL SYSTEMS
 ROOF SYSTEMS
 BUILDING ENVELOPE (PRODUCT APPROVALS) PLEASE NOTE ONLY
 (1) SET OF COVERSHEETS FOR PRODUCT APPROVALS WAS
 SUBMITTED. THERE WERE NO TECHNICAL SHEETS PROVIDED. FOR
 THE APPROVAL FROM THE DESIGN PROFESSIONAL TO BE VALID
 THE DESIGN PROFESSIONAL WILL NEED TO PROVIDE THE
 SUB-SYSTEM FOR BOTH THE ROOF & WALL PANELS, TYPE OF
 FASTENERS, SPACING OF THE GURTS AND PURLINS FOR NOT
 ONLY THE INTERIOR WALL AND ROOF FRAMING BUT FOR ALSO
 ROOF ZONES 2 & 3 AND WALL ZONE # 5. THE DESIGN
 PROFESSIONAL WOULD NEED TO KNOW IF THE STEEL BUILDING
 ENGINEER HAS TAKEN THE REDUCTIONS ALLOWABLE BY AISI
 S100/ S210 UNDER D6.2.1A FOR STRENGTH (RESISTANCE) OF
 STANDING SEAM ROOF PANEL SYSTEMS AND MEETING THE (7)
 REQUIREMENTS UNDER THIS SECTION. 2014 FBC-B 2211.4
 WALLS & 2211.5 ROOF SYSTEMS.
 THE STEEL FRAMEWORK FOR THE WALLS AND ROOF FRAMING
 MEMBERS HAS NOT BEEN SUBMITTED NOR THE SECONDARY
 FRAMING MEMBERS GIRTS OR PURLINS. THE PRESSURES FOR
 COMPONENTS AND CLADDING WALLS & ROOFS CAN NOT BE
 VERIFIED.
  
 3G) 2014 FBC-B 1609.1.2 PROTECTION OF OPENINGS,
 1609.6.4.4.1 COMPONENTS & CLADDING. FLORIDA DEPARTMENT
 OF COMMUNITY AFFAIRS, ADMINISTRATIVE CODE 61G20-3.005,
 RULE 9N-3 NOV. 01/ 2010 (31) SUB-CATEGORY OF PRODUCTS
 OR CONSTRUCTION SYSTEMS THAT WILL REQUIRE PRODUCT
 APPROVALS:
 (31)(A) EXTERIOR DOORS ,MULLIONS.
 (B) WINDOWS & MULLIONS
 (C) PANEL WALLS: WALL LOUVERS,
 (D) ROOFING PRODUCTS AND ASSEMBLIES, ROOF TOP
 VENTILATORS
 (G) PRE-ENGINEERED A/C STANDS
  
 3H) IDENTIFY GLAZING/ MULLIONS. PLEASE IDENTIFY ON THE
 PRODUCT APPROVAL BEFORE SUBMITTING TO DESIGNER OF
 RECORD AND BEFORE SUBMISSION TO THE BUILDING
 DEPARTMENT. FOR ALL PRODUCTS WITH GLAZING, PLEASE
 IDENTIFY THE OPENING WIDTH & HEIGHT, TYPE OF GLAZING,
 MULLION INFORMATION IF REQUIRED, ATTACHMENTS AND
 ASSOCIATE PRESSURES FOR EACH OPENING SIZE. 2014 FBC-B
 1405.13.1 INSTALLATION. WINDOWS AND DOORS SHALL BE
 INSTALLED IN ACCORDANCE WITH APPROVED MANUFACTURER?S
 INSTRUCTIONS. FASTENER SIZE AND SPACING SHALL BE
 PROVIDED IN SUCH INSTRUCTIONS AND SHALL BE CALCULATED
 BASED ON MAXIMUM LOADS AND SPACING USED IN THE TESTS.
  
 4) SHEET A3.2 INDICATES A BATHROOM IN THE PARKING
 GARAGE PORTION OF THE EXISTING BUILDING WITH A SHOWER.
 SHEET 3.3 SHOWS AN ENLARGED DETAIL OF THE SAME BATHROOM
 AND HANDICAPPED SHOWER. PLEASE NOTE THE SHOWER IS NOT
 DIMENSIONED. SHOW COMPLIANCE WITH;
 4A) 2014 ACCESSIBILITY CODE 608.2.1 TRANSFER TYPE
 SHOWER COMPARTMENTS. TRANSFER TYPE SHOWER COMPARTMENTS
 SHALL BE 36 INCHES BY 36 INCHES CLEAR INSIDE DIMENSIONS
 MEASURED AT THE CENTER POINTS OF OPPOSING SIDES AND
 SHALL HAVE A 36 INCH WIDE MINIMUM ENTRY ON THE FACE OF
 THE SHOWER COMPARTMENT.
  
 4B) 2014 ACCESSIBILITY CODE FIGURE 608.2.1 TRANSFER
 TYPE SHOWER COMPARTMENTS. CLEARANCE OF 36 INCHES (915
 MM) WIDE MINIMUM BY 48 INCHES (1220 MM) LONG MINIMUM
 MEASURED FROM THE CONTROL WALL SHALL BE PROVIDED. THE
 WHEELCHAIR WILL BE 1?-0? BEHIND THE WALL WITH SEAT SO
 THE OCCUPANT AND SLIDE/ TRANSFER ON TO THE SHOWER SEAT.
  
 5) SHEET A3.1 SHOWS A MAINTENANCE GARAGE PLEASE PROVIDE
 HOW COMPLIANCE WITH: 406.8.3 FLOOR SURFACE.
 REPAIR GARAGE FLOORS SHALL BE OF CONCRETE OR SIMILAR
 NONCOMBUSTIBLE AND NONABSORBENT MATERIALS.
 EXCEPTION: SLIP-RESISTANT, NONABSORBENT, INTERIOR FLOOR
 FINISHES HAVING A CRITICAL RADIANT FLUX NOT MORE THAN
 0.45 W/CM2, AS DETERMINED BY NFPA 253, SHALL BE
 PERMITTED.
  
 6) SHEET A3.1 SHOW COMPLIANCE WITH: FBC-B 406.8.4
 HEATING EQUIPMENT. HEATING EQUIPMENT SHALL BE INSTALLED
 IN ACCORDANCE WITH THE FLORIDA BUILDING CODE,
 MECHANICAL.
  
 7) SHEET A3.1 FBC-B 406.8.6 AUTOMATIC SPRINKLER SYSTEM.
 A REPAIR GARAGE SHALL BE EQUIPPED WITH AN AUTOMATIC
 SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 903.2.9.1.
  
 8) BEFORE A PERMIT TO CONSTRUCT, MAY BE ISSUED, IMPACT
 FEES MUST BE PAID TO PALM BEACH COUNTY. THE ACTUAL
 PERMIT SET OF PLANS MUST BE STAMPED BY THAT OFFICE, AND
 A COPY OF THE PAID RECEIPT ATTACHED TO THE PERMIT
 APPLICATION. PLEASE CALL (561)233-5025 FOR MORE
 INFORMATION.
  
 9) WHEN RESUBMITTING PLANS PLEASE INDICATE THE REVISION
 & REMOVE ANY VOIDED SHEETS & REPLACE ANY PAGES AS
 NECESSARY, COLLATE AND STAPLE INTO SETS OF PLANS. A
 TRANSMITTAL LETTER LISTING THE ORIGINAL REVIEW COMMENT
 NUMBER, WITH A DESCRIPTION OF THE REVISION MADE,
 IDENTIFYING THE SHEET OR SPECIFICATION PAGE WHERE THE
 CHANGES CAN BE FOUND WILL HELP TO EXPEDITE YOUR PERMIT.
 THANK YOU FOR YOUR ANTICIPATED COOPERATION.
  
 THIS REVIEW CYCLE A THOROUGH REVIEW COULD NOT BE
 COMPLETED AND ADDITIONAL AND OR NEW COMMENTS MAY OCCUR
 ON SUBSEQUENT REVIEWS.
  
  
 JAMES A. WITMER BN, PX, CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 CONSTRUCTION SERVICES DIVISION / DEVELOPMENT SERVICES
 DEPARTMENT
 401 CLEMATIS ST.
 WEST PALM BEACH. FL 33402
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
Review Stop E ELECTRICAL
Rev No 2 Status P Date 2018-01-04 Cont ID  
Sent By jpearson Date 2018-01-04 Time 09:35 Rev Time 0.00
Received By jpearson Date 2018-01-04 Time 09:35 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2017-09-22 Cont ID  
Sent By jpearson Date 2017-09-22 Time 12:40 Rev Time 0.00
Received By jpearson Date 2017-09-22 Time 12:40 Sent To  
Notes
2017-09-22 12:40:44CODES IN EFFECT:
 FBC = FLORIDA BUILDING CODE 2014 5TH EDITION
 FBC CE = FLORIDA BUILDING CODE ENERGY CONSERVATION 2014
 5TH EDITION
 FBC RE = FLORIDA RESIDENTIAL CODE 2014 5TH EDITION,
 PART VIII ELECTRICAL
 NEC = NFPA 70 2011 EDITION, NATIONAL ELECTRICAL CODE
 FS = FLORIDA STATUTES
  
 ELECTRICAL REVIEW STATUS: DENIED, SEE COMMENTS BELOW.
  
 1. PROVIDE A BLOCK NOTE INDICATING THE REQUIRED
 SEPARATE PERMITS AND DATA SPECIFICATION SHEET
 SUBMITTALS WHERE APPLICABLE FOR LOW VOLTAGE SYSTEMS,
 FIRE ALARM, CCTV, PHONE AND DATA, WIRELESS SYSTEMS,
 WALK-IN COOLERS, HOODS, ETC. FBC 105.1, 107.2.1
 2. PROVIDE AVAILABLE SHORT CIRCUIT CALCULATION FOR EACH
 PANEL INCLUDING INFORMATION FROM THE POWER COMPANY
 STATING WHAT THE AVAILABLE SHORT CIRCUIT CURRENT IS FOR
 THE SERVICE TO CONFIRM THE STATED AIC RATING OF THE
 SERVICE EQUIPMENT AND DOWNSTREAM PANELS IS ADEQUATE.
 NEC 110.9, 110.10
 3. PROVIDE NOTES TO INDICATE THE REQUIRED MARKING OF
 SERVICE EQUIPMENT FOR ARC FLASH HAZARD WARNING AND
 AVAILABLE FAULT CURRENT PER CODE. NEC 110.16, 110.24
 4. PROVIDE AUTOMATIC CONTROL OF "G" STYLE FIXTURES
 LOCATED OUTSIDE ON CIRCUIT LA-1. FBC CE 405.2.4
 5. PROVIDE RECEPTACLE CONTROL REQUIRED BY ASHREA 90.1:
 8.4.2. IN THE BREAKROOM. FBC CE 405.7.1
 6. MAINTENANCE GARAGE RECEPTACLES REQUIRE GFCI
 PROTECTION. NEC 210.8(B)(8), 511.12
 7. EWC REQUIRES GFCI PROTECTION. PROVIDE CORRECTION.
 NEC 422.52
  
 PLEASE NOTE: SUBMITTAL OF ADDITIONAL AND/OR REVISED
 MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS. WHEN
 RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE
 LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY
 RESUBMITTAL FORM. ADDITIONALLY, INSERT CORRECTED PAGES
 INTO THE ORIGINAL SUBMITTAL AND REMOVE OR VOID THE
 PREVIOUSLY REVIEWED SHEETS.
  
 SINCERELY,
  
 JOHN PEARSON
 ELECTRICAL PLANS EXAMINER
 561-805-6746
 [email protected]
  
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status F Date 2018-01-10 Cont ID  
Sent By scaldero Date 2018-01-10 Time 15:50 Rev Time 0.00
Received By scaldero Date 2018-01-10 Time 15:44 Sent To  
Notes
2018-01-10 15:50:39PERMIT # 17090202
 REVIEW COMMENTS - FIRE DEPARTMENT
  
 2ND REVIEW
 FAILED COMMENTS:
  
 1. REPEAT COMMENT: ENGINEERED FIRE ALARM AND FIRE
 SPRINKLER CONSTRUCTION DOCUMENTS ARE REQUIRED FOR A
 GENERAL BUILDING PERMIT. AFTER THE BUILDING PERMIT HAS
 BEEN ISSUED, THE SUBCONTRACTORS CAN THEN SUBMIT SHOP
 DRAWINGS (CONFORMING TO THE ENGINEERED CONSTRUCTION
 DOCUMENTS) FOR A SUB-PERMIT. PLEASE PROVIDE THE
 ENGINEEREED FIRE SPRINKLER CONSTRUCTION DOCUMENTS
 COMPLYING WITH THE REQUIREMENTS OF FLORIDA STATUTE 61G.
 ***SHOP DRAWINGS MAY BE SUBMITTED WITH THE FIRE
 SPRINKLER PERMIT APPLICATION. ENGINEERED DOCUMENTS ARE
 REQUIRED TO BE SUBMITTED FOR THE GENERAL BUILDING
 PERMIT.
  
  
 SUE ELLEN CALDERON
 ASSISTANT FIRE MARSHAL
 OFFICE OF THE FIRE MARSHAL
 WEST PALM BEACH FIRE RESCUE
 [email protected]
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2017-09-17 Cont ID  
Sent By scaldero Date 2017-09-17 Time 21:36 Rev Time 0.00
Received By scaldero Date 2017-09-14 Time 11:28 Sent To  
Notes
2017-09-17 21:36:02PERMIT # 17090202
 REVIEW COMMENTS - FIRE DEPARTMENT
  
 FAILED COMMENTS:
  
 1. ALL PARKING STRUCTURES SHALL COMPLY WITH NFPA 88A,
 PARKING STRUCTURES AND NFPA 101, THE LIFE SAFETY CODE,
 INCLUDING MORE SPECIFICALLY, CHAPTER 42 STORAGE
 OCCUPANCIES (PARKING STRUCTURES).
  
 2. PER NFPA 88A, CHAPTER 6: 6.3 - ALL ENCLOSED PARKING
 STRUCTURES SHALL BE VENTILATED BY A MECHANICAL SYSTEM
 CAPABLE OF PROVIDING A MINIMUM OF 300 L/MIN PER M2 OF
 FLOOR AREA (1 CU. FT/MIN PER SQ FT OF
 FLOOR AREA).....
  
 3. MECHANICAL VENTILATING SYSTEMS SHALL BE INSTALLED IN
 ACCORDANCE WITH NFPA 90A.
  
 4. ENGINEERED FIRE ALARM AND FIRE SPRINKLER
 CONSTRUCTION DOCUMENTS ARE REQUIRED FOR A GENERAL
 BUILDING PERMIT. AFTER THE BUILDING PERMIT HAS BEEN
 ISSUED, THE SUBCONTRACTORS CAN THEN SUBMIT SHOP
 DRAWINGS (CONFORMING TO THE ENGINEERED CONSTRUCTION
 DOCUMENTS) FOR A SUB-PERMIT. PLEASE PROVIDE THE
 ENGINEEREED FIRE SPRINKLER CONSTRUCTION DOCUMENTS
 COMPLYING WITH THE REQUIREMENTS OF FLORIDA STATUTE 61G.
  
 SUE ELLEN CALDERON
 ASSISTANT FIRE MARSHAL
 OFFICE OF THE FIRE MARSHAL
 WEST PALM BEACH FIRE RESCUE
 [email protected]
  
  
  
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2018-01-18 Cont ID  
Sent By gjohnson Date 2018-01-18 Time 08:18 Rev Time 0.00
Received By gjohnson Date 2017-12-11 Time 16:08 Sent To  
Notes
2018-01-16 17:42:061/16 TO SAK DESK FOR PLUMBING REVIEW
  
  
2017-12-12 16:08:52C25
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2017-10-04 Cont ID  
Sent By gjohnson Date 2017-10-04 Time 17:42 Rev Time 0.00
Received By gjohnson Date 2017-09-07 Time 16:17 Sent To  
Notes
2017-09-07 16:17:32B28
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 2 Status F Date 2018-01-10 Cont ID  
Sent By jwitmer Date 2018-01-10 Time 08:30 Rev Time 0.00
Received By jwitmer Date 2018-01-10 Time 06:45 Sent To  
Notes
2018-01-10 08:30:05IMPACT FEES
 BEFORE A PERMIT TO CONSTRUCT, MAY BE ISSUED, IMPACT
 FEES MUST BE PAID TO PALM BEACH COUNTY. ONE SET OF
 PLANS WILL HAVE TO BE TAKEN (BY THE CONTRACTOR OR
 REPRESENTATIVE) TO THE PALM BEACH COUNTY IMPACT FEE
 OFFICE LOCATED AT 2300 N. JOG RD. ROOMS 2W01-2W14 WEST
 PALM BEACH, FL. THE ACTUAL PERMIT SET OF PLANS MUST BE
 STAMPED BY THAT OFFICE, AND A COPY OF THE PAID RECEIPT
 ATTACHED TO THE PERMIT APPLICATION. PLEASE CALL
 (561)233-5025 FOR MORE INFORMATION.
  
  
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 1 Status F Date 2017-10-03 Cont ID  
Sent By jwitmer Date 2017-10-03 Time 11:35 Rev Time 0.00
Received By jwitmer Date 2017-10-02 Time 13:40 Sent To  
Notes
2017-10-03 11:35:37IMPACT FEES
 BEFORE A PERMIT TO CONSTRUCT, MAY BE ISSUED, IMPACT
 FEES MUST BE PAID TO PALM BEACH COUNTY. THE ACTUAL
 PERMIT SET OF PLANS MUST BE STAMPED BY THAT OFFICE, AND
 A COPY OF THE PAID RECEIPT ATTACHED TO THE PERMIT
 APPLICATION. PLEASE CALL (561)233-5025 FOR MORE
 INFORMATION.
  
 JAMES A. WITMER BN, PX, CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
  
Review Stop M MECHANICAL (A/C)
Rev No 2 Status P Date 2018-01-02 Cont ID  
Sent By ccole Date 2018-01-02 Time 15:13 Rev Time 0.00
Received By ccole Date 2018-01-02 Time 14:24 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2017-09-22 Cont ID  
Sent By ccole Date 2017-09-22 Time 15:12 Rev Time 0.00
Received By ccole Date 2017-09-22 Time 15:12 Sent To  
Notes
2017-09-22 15:18:501ST REVIEW FBC-2014 MECHANICAL
 PERMIT #17090202
 9/22/17
  
 PLAN REVIEW RESULTS: DENIED.
  
 1) M1 & M2: PROVIDE EXHAUST VENTILATION CALCULATIONS
 FOR THE MAINTENANCE GARAGE, THE PARKING GARAGE, AND THE
 SERVICE GARAGE- SEE TABLE 403.3 AND SECTION 404.1.
  
 2) M1: REFER TO SECTION 404.1 AND CORRECT THE NOTE AND
 SEQUENCE OF OPERATION FOR EF- 5, 6, & 7.
 404.1 ENCLOSED PARKING GARAGES.
 MECHANICAL VENTILATION SYSTEMS FOR ENCLOSED PARKING
 GARAGES SHALL BE PERMITTED TO OPERATE INTERMITTENTLY IN
 ACCORDANCE WITH ITEM 1, ITEM 2 OR BOTH.
 1. THE SYSTEM SHALL BE ARRANGED TO OPERATE
 AUTOMATICALLY UPON DETECTION OF VEHICLE OPERATION OR
 THE PRESENCE OF OCCUPANTS BY APPROVED AUTOMATIC
 DETECTION DEVICES.
 2. THE SYSTEM SHALL BE ARRANGED TO OPERATE
 AUTOMATICALLY BY MEANS OF CARBON MONOXIDE DETECTORS
 APPLIED IN CONJUNCTION WITH NITROGEN DIOXIDE DETECTORS.
 SUCH DETECTORS SHALL BE INSTALLED IN ACCORDANCE WITH
 THEIR MANUFACTURERS? RECOMMENDATIONS.
  
 3) M1 & M2: VERIFY THAT EXHAUST FANS EF-4 & 8 WILL BE
 LOCATED A MINIMUM OF 10' ABOVE FINISHED GRADE- SECTION
 501.3.1.
  
 4) M2: A SMOKE DETECTOR IS REQUIRED IN THE RETURN AIR
 SYSTEM OF THE 5-TON RTU PER SECTION 606.2.1. PLEASE
 NOTE THAT AN EXEMPTION CAN BE APPLIED IF THE
 MANUFACTURER'S SPECIFICATIONS INDICATE THE UNIT IS NOT
 CAPABLE OF PRODUCING OVER 2000 CFMS OF SUPPLY AIR.
  
 5) M2: VERIFY THE LOCATION OF THE NEW RTU IS NOT
 LOCATED WITHIN 10' OF THE ROOF EDGE OR PROVIDE A 42"
 HIGH GUARD OR PARAPET- SECTION 304.11.
  
 6) A PERMANENT LADDER IS REQUIRED TO ACCESS THE NEW RTU
 IN COMPLIANCE WITH SECTION 306.5. PLEASE REVISE THE
 PLANS TO SHOW THE LOCATION OF THE LADDER AND
 CONSTRUCTION DETAILS.
  
 7) M2: SUBMIT THE ROOF CURB NOA #16-0219.01 AND PROVIDE
 STRUCTURAL DETAILS FOR THE RTU ROOF OPENING- SECTION
 301.15.
  
 8) SUBMIT A FL. PRODUCT APPROVAL OR MIAMI DADE NOA FOR
 THE NEW LOUVERS- RULE 9N-3 FAC.
  
 9) PROVIDE MANUFACTURER'S SPECIFICATIONS FOR ALL
 MECHANICAL EQUIPMENT ASSOCIATED WITH THE CAR LIFT. SHOW
 THE LOCATIONS OF HYDRAULIC LINES AND PROVIDE
 SPECIFICATIONS.
  
 CHRISTOPHER L. COLE
 MECHANICAL PLANS EXAMINER
 401 CLEMATIS STREET
 WEST PALM BEACH FL 33401
 561-805-6719
 [email protected]
  
Review Stop P PLUMBING
Rev No 2 Status P Date 2018-01-18 Cont ID  
Sent By gjohnson Date 2018-01-18 Time 08:18 Rev Time 0.00
Received By gjohnson Date 2018-01-18 Time 08:18 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 1 Status F Date 2017-10-04 Cont ID  
Sent By gjohnson Date 2017-10-04 Time 16:42 Rev Time 0.00
Received By gjohnson Date 2017-10-04 Time 14:40 Sent To  
Notes
2017-10-04 17:41:451ST REVIEW: FBC 2014 5TH EDITION
  
 PLUMBING COMMENTS:
  
 1. COVER SHEET UNDER TABLE OF CONTENTS HAS P.1-P.3
 LISTED AS ELECTRIC FLOOR PLAN PLEASE CLARIFY. PER WPB
 AMEND TO FBC 107.2.1
  
 2. SHT. 3.2 SHOWS THE TRANSFER SHOWER DEPTH AS 3FT 6IN
 THE INSIDE DIMENSION SHALL BE 36IN BY 36IN. PER FBC ACC
 608.2.1
  
 3. TOILET PAPER DISPENSERS SHALL COMPLY WITH 309.4 AND
 SHALL BE 7 INCHES MINIMUM AND 9 INCHES MAXIMUM IN FRONT
 OF THE WATER CLOSET MEASURED TO THE CENTERLINE OF THE
 DISPENSER. PER FBC ACC 604.7
  
 4. GRAB BARS SHALL BE MEASURED FROM FINISHED FLOOR TO
 THE TOP OF THE GRIPPING SURFACE, PER FBC ACC 609.4
  
 5. SHOW COMPLIANCE WITH FBC ACC 608.5.1 TRANSFER TYPE
 SHOWER COMPARTMENTS.
 IN TRANSFER TYPE SHOWER COMPARTMENTS, THE CONTROLS,
 FAUCETS, AND SHOWER SPAY UNIT SHALL BE INSTALLED ON THE
 SIDE WALL OPPOSITE THE SEAT 38 INCHES MINIMUM AND 48
 INCHES MAXIMUM ABOVE THE SHOWER FLOOR AND SHALL BE
 LOCATED ON THE CONTROL WALL 15 INCHES MAXIMUM FROM THE
 CENTERLINE OF THE SEAT TOWARD THE SHOWER OPENING.
  
 6. PLEASE SHOW COMPLIANCE WITH FBC ACC 608.3.1 TRANSFER
 TYPE SHOWER COMPARTMENTS.
 IN TRANSFER TYPE COMPARTMENTS, GRAB BARS SHALL BE
 PROVIDED ACROSS THE CONTROL WALL AND BACK WALL TO A
 POINT 18 INCHES FROM THE CONTROL WALL.
  
 7. PLEASE SHOW COMPLIANCE WITH FBC ACC 610.3 IN
 TRANSFER-TYPE SHOWERS, THE SEAT SHALL EXTEND FROM THE
 BACK WALL TO A POINT WITHIN 3 INCHES (75 MM) OF THE
 COMPARTMENT ENTRY. THE TOP OF THE SEAT SHALL BE 17
 INCHES (430 MM) MINIMUM AND 19 INCHES (485 MM) MAXIMUM
 ABOVE THE BATHROOM FINISH FLOOR. SEATS SHALL COMPLY
 WITH 610.3.1 OR 610.3.2.
  
 8. PLEASE SHOW COMPLIANCE WITH FBC ACC 602 DRINKING
 FOUNTAINS
  
 602.1 GENERAL.
 DRINKING FOUNTAINS SHALL COMPLY WITH 307 AND 602.
 602.2 CLEAR FLOOR SPACE.
 UNITS SHALL HAVE A CLEAR FLOOR OR GROUND SPACE
 COMPLYING WITH 305 POSITIONED FOR A FORWARD APPROACH
 AND CENTERED ON THE UNIT. KNEE AND TOE CLEARANCE
 COMPLYING WITH 306 SHALL BE PROVIDED.
 602.3 OPERABLE PARTS.
 OPERABLE PARTS SHALL COMPLY WITH 309.
  
 602.4 SPOUT HEIGHT.
 SPOUT OUTLETS SHALL BE 36 INCHES (915 MM) MAXIMUM ABOVE
 THE FINISH FLOOR OR GROUND.
  
 602.5 SPOUT LOCATION.
 THE SPOUT SHALL BE LOCATED 15 INCHES (380 MM) MINIMUM
 FROM THE VERTICAL SUPPORT AND 5 INCHES (125 MM) MAXIMUM
 FROM THE FRONT EDGE OF THE UNIT, INCLUDING BUMPERS.
  
 8. PLEASE PROVIDE SIZING CALCULATIONS FOR OIL SEPARATOR
 AND SHALL COMPLY WITH FBC PL 1003.4 /1003.4.2
  
 9. PLEASE PROVIDE MANUFACTURE SPECS FOR OIL SAND
 SEPARATOR AND THE WATTS LFMMV TEMP CONTROL VALVE. PER
 WPB AMEND TO FBC 107.2.1
  
 10. THE BRANCH DRAIN FOR THE URINAL IN BATHROOM 110
 SHALL CONNECT TO BUILDING DRAIN DOWN STREAM OF THE
 BATHROOM GROUP. PER FBC PL 912.1
  
 PLEASE NOTE THAT SUBMITTAL OF ADDITIONAL AND/OR REVISED
 MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS.
 WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE
 LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY
 RE-SUBMITTAL FORM. PLEASE, ADDITIONALLY, INSERT
 CORRECTED PAGES INTO TO SUBMITTAL AND REMOVE OR VOID
 THE PREVIOUSLY REVIEWED SHEETS.
  
 GEORGE JOHNSON
 PLUMBING PLANS EXAMINER
 CITY OF WEST PALM BEACH
  561-805-6711
 [email protected]
  
Review Stop Z ZONING
Rev No 2 Status P Date   Cont ID  
Sent By   Date 2017-12-22 Time   Rev Time 0.00
Received By pgreilic Date 2017-12-21 Time 15:20 Sent To  
Notes
2017-12-22 11:47:18PAUL GREILICH, SENIOR PLANNER
 561-822-1443
 [email protected]
Review Stop Z ZONING
Rev No 1 Status F Date   Cont ID  
Sent By   Date 2017-09-19 Time   Rev Time 0.00
Received By pgreilic Date 2017-09-19 Time 11:28 Sent To  
Notes
2017-09-19 11:29:14PAUL GREILICH, SENIOR PLANNER
 561-822-1443
 [email protected]


Account Summary | Usage Policy | Privacy Policy
Copyright © 2005 – 2014, SunGard Pentamation, Inc & City of West Palm Beach, FL – All Rights Reserved